Capacity of short piles and caissons in soft clay from geotechnical centrifuge tests

M Murali, FJ Grajales-Saavedra… - … of Geotechnical and …, 2019 - ascelibrary.org
Geotechnical centrifuge tests were conducted to examine the behavior of low-aspect-ratio
piles and caissons in clayey soils subject to high moment loading. Model piles with an …

Centrifuge and numerical modeling of monopiles for offshore wind towers installed in clay

M Murali, F Grajales, RD Beemer… - International …, 2015 - asmedigitalcollection.asme.org
Offshore wind power has gained momentum as a means to diversify the world's energy
infrastructure; however, little is still known of the global stiffness behavior of the large …

Pore-pressure development near tunnel due to underwater explosion from centrifuge tests

A De, A Niemiec, TF Zimmie - International Journal of Physical …, 2021 - icevirtuallibrary.com
An instrumented 1: 70 scale model underground tunnel, located below a free water body,
was subjected to explosions in centrifuge model tests. Utilising centrifuge scaling relations …

Response of short monopiles for offshore wind turbine foundations: virgin and post-cyclic capacity

FJ Grajales, RD Beemer, M Murali, CP Aubeny… - 2019 - repository.cam.ac.uk
Geotechnical centrifuge tests were conducted to examine monotonic behavior of low aspect
ratio piles in soft clays. Monopiles with aspect ratio of two were tested in the 150g-ton …

Settlement-induced bending moments on pile-founded floodwalls

P Kokkali, A Tessari, T Abdoun… - … Journal of Physical …, 2018 - icevirtuallibrary.com
T-walls are pile-supported floodwalls commonly built in New Orleans. They are founded on
long concrete or steel battered piles and include a sheet pile cut off for seepage and …

Experimental studies of squat gravity caissons and monopiles for offshore applications

RD Beemer - 2016 - oaktrust.library.tamu.edu
This dissertation presents initial results from geotechnical centrifuge experiments on squat
gravity caissons and monopiles under cyclic eccentric loading in soft clay under undrained …

Numerical simulation of T-walls supported by batter piles within a levee embankment

JB Johnson, F Vahedifard, P Kokkali… - DFI Journal-The …, 2017 - Taylor & Francis
After catastrophic levee failures triggered by the 2005 Hurricane Katrina, concrete T-walls
with batter piles are extensively used to enhance the integrity of levees in the New Orleans …

Image capture and motion tracking applications in geotechnical centrifuge modelling

P Kokkali, T Abdoun, A Tessari - Physical Modelling in …, 2018 - taylorfrancis.com
Over the past decades centrifuge use in geotechnical physical modeling has grown
significantly. The physical modeling community has coupled advanced imaging …

Rotational behavior of squat monopiles in soft clay from centrifuge experiments

RD Beemer, M Murali, G Biscontin, C Aubeny - Geo-Chicago 2016, 2016 - ascelibrary.org
This paper presents initial results from geotechnical centrifuge experiments on squat gravity
caissons/monopiles under cyclic rotational loading in soft clay under undrained conditions …

[图书][B] Investigation of levee failure due to overtopping and validation of erosion evolution and quantity

M Kamalzare - 2013 - search.proquest.com
The objective of this research is to develop tools that would improve understanding of the
process of levee failure due to erosion, and reduce the risk of failure. Various overtopping …